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https://hdl.handle.net/11681/2197Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Coastal Engineering Research Center (U.S.) | - |
| dc.date.accessioned | 2016-03-11T18:45:29Z | - |
| dc.date.available | 2016-03-11T18:45:29Z | - |
| dc.date.issued | 1987-06 | - |
| dc.identifier.uri | http://hdl.handle.net/11681/2197 | - |
| dc.description | Technical note | - |
| dc.description | Program Purpose: Load-bearing piles, in the context of coastal and waterfront structures, are typically used in pile foundations supporting seawalls and to support deck structures of open piers and wharves. In addition, steel H-piles (welded to sheet piles) are used as king piles in bulkheads and round timber piles are used in groins and bulkheads. The following guidelines, in the form of a checklist, may be attached to a clipboard and taken to the field by the Quality Assurance Personnel (QAP). This is not meant to be a comprehensive checklist for the Contractor Quality Control Inspector (CQCI) but is meant to summarize the more important points that the QAP should make time to surveil when looking over the shoulder of Contractor Quality Control Personnel. | - |
| dc.publisher | Coastal Engineering Research Center (U.S.) | - |
| dc.publisher | Engineer Research and Development Center (U.S.) | - |
| dc.relation | http://acwc.sdp.sirsi.net/client/en_US/search/asset/1000226 | - |
| dc.relation.ispartofseries | Coastal engineering technical note ; CETN-III-33. | - |
| dc.rights | Approved for public release; distribution is unlimited. | - |
| dc.source | This Digital Resource was created from scans of the Print Resource. | - |
| dc.subject | Load-bearing piles | - |
| dc.subject | Seawalls | - |
| dc.subject | Open piers | - |
| dc.subject | Wharves | - |
| dc.subject | Bulkheads | - |
| dc.subject | Groins | - |
| dc.title | Surveillance checklist for load-bearing pile construction | - |
| dc.type | Report | en_US |
| Appears in Collections: | Technical Note | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| CETN-III-33.pdf | 466.11 kB | Adobe PDF |  View/Open |